Road

Name of work :- Resufacing of Junagadh Dist Pkg No.RPC-2/JND/MM-RESF-SCSP/2025-26/PKG

NO.01,TA.BHESAN DIST.JUNAGADH

BILL OF QUANTITIES

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

1 Clearing and grubbing of road land incl.uprooting 0.88 One 28455.09

rank vegetation, grass, bushes, shurbs, saplings and Hect.

trees girth upto 300mm removal of stumps of trees

cut earlier and disposal of unserviceable materials ©

By mechanical means in area of Light jungle.

2 Earth work for embankment including breaking clods, 1114.31 One 169.28

dressing with all lead and lift (Excluding watering and Cum

consolidation) From borrow pits within land width.

(Selected soil to be used for earthwork shall be from

BORROW AREA only having CBR not less than

3 Earthwork for embankment including breaking clods, 2040.00 One 177.91

dressing with all lead and lift and including watering Cum

rolling and consolidation of subgrade in layers at

O.M.C. to required dry density including filling the

depression which occur during the process using

power roller 8T to 10T. (E) From Borrow area within

4 Box cutting the road surface to proper slope and 630.00 One 109.41

camber for making a base for road work including Cum

removing the excavated stuff and depositing on the

road side slopes as directed upto all lead.

5 Earthwork in cutting in all sorts of soil and soft 1408.10 One 109.41

Murrum including conveying and putting the stuff, in Cum

spoil bank maintaining minimum distanace of five

meter between top edge of cutting and top of spoil

6 Suplying and stacking of Hard Murrum/ stone dust 1723.65 One 459.92

/binding materials on road site including filling Cum

measure boxes with all lead and.lift.

7 Granular Sub-base 230.00 One 796.89

Construction of 100mm Granular Sub base Grade-II Cum

C.B.R. not less than 30% by providing coarse graded

materials, consisting B.T. crushed stone aggregate &

combination of sand stone dust/grit spreading in

uniform layers with mortor grader on prepared

surface mixing by mix in place method with rotavator

at OMC to required density including filling the

depression which occur during the process using

vibratory roller 8 T to 10 T complete as per clause

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

8 Providing and laying Spreading and Compacting 23.63 One 1016.06

B.T.M.C. stone aggregate of 63 mm to 45mm size to Cum

WBM II 150mm thick in two layer including spreding

in uniform thickness hand packing rolling with

vibratory roller 8-10 tones to proper grad and camber

applying and brooming requisite type of screening

/binding/filler materials to fill up the interstices of

coarse aggregate watering and compacting to the

required density. Grading II using screening type- A

[13.20 mm agg.]

9 WBM Grading-2 189.00 One 1016.06

Providing and laying Spreading and Compacting Cum

B.T.M.C. stone aggregate of 63 mm to 45mm size to

WBM II 100mm thick in two layer including spreding

in uniform thickness hand packing rolling with

vibratory roller 8-10 tones to proper grad and camber

applying and brooming requisite type of screening

/binding /filler materials to fill up the interstices of

coarse aggregate watering and compacting to the

required density. Grading II using screening type-A

[13.20 mm agg.]

10 Providing and laying Bituminous Grout 37.5 mm thick 1863.00 One 2116.96

compacted with asphalt VG-30 grade at the rate of MT

1.99% by weight of total mix with RS1 tack coat at

Kg/10 Sqmt. On existing B.T/ Metal. surface and

using B.T. chips of required gradation including

cleaning & heating the aggregate and asphalt by

Drum Mix Plant & spreading the same by paver

finisher & consolidation with vibratory road roller

including providing all materials, equipments, tools,

plants, fire wood, kerosene, oil and labor charges etc.

comp. (using by contractor own machineries)

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

11 Providing and laying 37.5 mm thick Bituminious 1872.00 One 2770.09

Macadam (B.M.) in one layers on the existing B.T. MT

surface using stone chips as per gradation and using

Emulsion RS1 for tack coat at rate of 2.5 kg/ 10 sq.m.

on B.T. surface and Bitumen VG-30 34KG/MT by

weight of total mix by using stone chips as per MORT

& H specification including heating asphalt and

aggregrates by Drum mix plant and spreading by

paver finisher to the required grade, level and

alighnment and rolled including consolidation with

vibratory road roller as per clasuses 501.6 and 501.7 to

achieve the desired compaction and providing,

operating plant machineries, equioments, tools,

plants, oil fire wood, keresone and all labour charges

12 Providing and laying 20 mm thick average Mix 1047.00 One 3384.51

sealsurface using stone chips dust as per gradation MT

and using bitument for mixing VG-30 at the rate of not

less than 50.90Kg / M.T. on BT surface using stone

chips as per M.O.R.T.H specification including heating

the asphalt and aggregates by Hot Mix Plant and

spreading the same by paver finisher including

consolidation with Vibratory Roller and providing,

operating plant machineries, equipment, tools, plants,

oil, fire wood, kerosene and all labour charges etc.

13 Excavation for foundation upto all depth including 4742.59 One 159.81

sorting out and stacking of useful materials and Cum

disposing of the excavated stuff upto all lead. Dense

14 Excavation for foundation upto necessary depth 234.70 One 268.92

including sorting out and stacking of useful materials Cum

and disposing of the excavated stuff upto all lead.

16 Providing and laying rubble for apron (Each stone 298.78 One 1083.81

weighting not less than 40kg) including and packing Cum

and filling in the interstices with quarry spall.

17 Providing and laying cement concrete 1:3:6 (1-Cement 341.13 One 3490.75

: 3- coarse sand : 6- hand broken stone aggregates 40 Cum

mm nominal size) and curing complete excluding cost

of formwork in (A) Foundation and plinth [PCC]

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

18 Providing and casting in situ ordinary cement 199.36 One 3996.50

concrete M-150 mix and providing necessary pin Cum

headers including shuttering, scafilding, laying

vibrating, curing and finishing complete Without V-

Grooves For all Hieght.

19 Construction of concrete road using tremix system 450.84 One 6456.28

with 20cm/15cm thick controlled M-250 concrete Cum

mixing conplast P-211 water reduction admixure @

100ml/bag of cement and hardner 62.50ml. /bag

using fixing and removing "C" channels of required

road depth levelling if placed concrte with surface

vibrator, finishing the surface with power floater and

towel tight brooming as directed with providing

expantion joints 20x200mm and contraction joints

20x20mm using concrete cutter machine etc.

20 Providing and casting in situ Controlled Cement 124.08 One 4726.17

Concrete M-250 for R.C.C. Raft and cut-off walls Cum

including neccesary shuttering laying, vibrating

ramming of curing complete.

21 Providing and casting in situ Controlled Cement 89.75 One 4620.45

Concrete M-200 for R.C.C. Raft and cut-off walls Cum

including neccesary shuttering laying, vibrating

ramming of curing complete.

22 Providing and laying weep hole in Abutment and 84.00 One 61.47

returns by using A.C pipe of 100mm. Incl. fixing in No

proper grade and jointing the complete as per

detailed specification

23 Providing and laying weep hole in Abutment and 707.50 One 61.47

returns by using PVC pipe of 100mm. Incl. fixing in No

proper grade and jointing the completed as per

detailed specification

24 Providing and laying filter media 600mm. thick 108.30 One 1239.35

directed at the back of abutments, returns and wing Sqm

walls as per detailed specifications.

25 Providing and Fixing in position FE-500/500D TMT 8.440 One 73243.02

bar reinforcement including cutting, bending, MT

hooking, and tying complete as per detailed drawaing

(A)RCC kerb (B) RCC Footpath (B) RCC Solid Slab/

App. Slab / Wearing coat.

26 Filling available excavated earth (excluding rock ) in 1536.53 One 136.84

trenches plinth sides of foundation etc. in layers not Cum

exceeding 20cm in depth consolidating each deposited

layer by ramming and watering.

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

27 Supplying and fixing reinforced concrete heavy duty 15.00 One 2108.86

non-pressure pipes with collars for culverts including Rmt.

setting and joining the pipes in C.M. 1:2 watering and

laying (To level of slops of I.S. 458/1971 Class NP3

casted by vertically vibrated technology of following

Internal diameter. 600mm dia.

28 Supplying and fixing reinforced concrete heavy duty 22.50 One 3271.56

non-pressure pipes with collars for culverts including Rmt.

setting and joining the pipes in C.M. 1:2 watering and

laying (To level of slops of I.S. 458/1971 Class NP3

casted by vertically vibrated technology of following

internal diameter. (v) 900 mm dia.

29 Supplying and fixing reinforced concrete heavy duty 30.00 One 3904.48

non-pressure pipes with collars for culverts including Rmt.

setting and joining the pipes in C.M. 1:2 watering and

laying (To level of slops of I.S. 458/1971 Class NP4

casted by vertically vibrated technology of following

internal diameter. 900mm dia.

30 Dismantling the existing structure including removing 67.50 One 409.22

and stacking the dismantled materials as and where Cum

directed. Stone/Rubble masonary.

31 Dismantling the existing structure including removing 493.13 One 930.35

and stacking the dismantled materials as and where Cum

directed. RCC Work.

32 Finishing wall with weather proof exterior emulsion 127.00 One 120.26

paint on wall surface (two coats) to give an required Sqm

hape even shade after thoroughly brushing the

surface to remove all dirt, and remains of loose

powdered materials.etc complete

33 Providing and casting in situ Ordinary cement 562.79 One 3798.46

concrete M-150 for R.C.C. Raft and cut-off walls Cum

including necessary shuttering laying, vibrating,

ramming and curing complete.

34 Providing and casting in situ controlled cement 100.49 One 5333.08

concrete M-250 for R.C.C. return as per drawings Cum

including centering shuttering, scaffolding where

necessary, laying vibrating, curing and finishing

complete. (A) Height from 0.0 to 5.0 M. (1) Piers (2)

Abutment (3) RCC return (more than 10 ton)

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

35 Providing and casting in situ controlled cement 89.61 One 5881.57

concrete M-250 for R.C.C. solid slab & Approch Slab Cum

including centering, scaffolding curing and

finishing complete. (more than 10 ton)

36 Providing and placing in position FE 500D TMT Bar 28.64 One 76213.97

reinforcement including cutting, bending, hooking, MT

and taying complate as per detail drawing. (C)

Balanced cantiliver box type super structure.

37 Providing and fixing Precast cement concrete 26.00 One 356.50

Hectometer as per IRC type design incl. painting, No

lettering etc. fixing in C.C. 1:5:10.

38 Providing and fixing Precast cement concrete Guard 615.00 One 101.56

stone as per I.R.C. type design including white No

washing etc. complete. Fixing in Earth

39 Providing and fixing ordinary Kilometer stone of pre- 7.00 One 891.53

cast C.C. 1:2:4 including necessary reinforcement as No

per I.R.C. type design in C..C. 1:4:8 including painting

lettering etc. complete.

40 Providing and fixing Indicator stone of approve stone 518.00 One 102.85

as per I.R.C. type design in C.C. 1:4:8 including white No

washing etc. complete Fixing in Earth

41 Village/Bump Ahead sign. : Providing and fixing 2.00 One 5045.36

sign boards made out of 2mm Aluminium sheet size No

90x60 cms. Rectangle as per the design of IRC-67-1977

pre treated with phospheting process and acid etching

coated with one coat of apoxy primer and two coats of

best quality epoxy paint reflectorised with retro

reflective sheeting as per latest MOST specification

letter and numbers should be as per IRC:30-1968,

Mt. long (2 nos) stand post and frame fabricated from

suitable size iron angle of 50x50x5mm, painted with

best quality epoxy coating in black and white bends,

the details of symbole on inscription/ numerals for

each board shall be as per the instruction of the

Engineer in charge. The fixing at site shall be in C.C

1:2:4 block of size 45x45x60cms. for each leg including

excavation curring etc. complete under the

supervision of engineer in charge (A) Engineer Grade.

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

42 Regulatory/Mandatory signs :Providing and fixing 2.00 One 3439.81

sing boards made out of 2mm aluminium sheet; size No

60cms. diameter circle as per the design of IRC-67-

1977 pre treated with phospheting process & acid

eteching; coated with one coat of epoxy primer and

two coats of best quality epoxy paint; reflectorised

with retro refiective sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand post and frame

fabricated from suitable size iron angle of 35 x 35 x

3mm 75x75x6mm as required; painted with best

quality epoxy coatings in black and white bends. the

details of symbol for each board shall be as per the

instruction of engineer in charge. The fixing at site

shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for

each leg. including excavation curing etc. complete

under the supervision of engineer in charge.(A)

Engineer Grade(VR)...

43 Hazard Marker sign : 28.00 One 2423.74

Providing and Fixing sign boards made out of 2mm No

aluminum sheet : size 90*30 cms. rectangle as per

design / Drawing attached (IRC). Pretreated with

phospheting process and acid etching : coated with

one coat of epoxy primer and two coats of best

quality epoxy paint: reflectorised with retro reflective

sheeting as per latest M.O.S.T specification: 3.1 M.

long (2 nos) stand post and frame fabricated from

suitable size iron angle of 35*35*3mm and 50*50*5mm

: painted with best quality epoxy coatings in black and

white bends the details of symbole or inscription /

numerals for each board shall be as per the instruction

of engineer in charge the fixing at site shall be in 1:2:4

CC block of size 45*45*60 cms for each leg: including

excvation curing etc. comp.under the supervision of

engineer-in-charge.(B) Engineering Grade

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

44 Chevron sign :-Providing and fixing sign boards 24.00 One 3711.75

madeout of 1.5mm aluminium sheet / 3mm ACP No

(Aluminum composite Panel); size 60x50cm

rectangular as per design of IRC-67-2012. Pre treated

with phospheting process & acid etching; coated with

one coat of epoxy primer and two coats of best quality

epoxy paint; reflectorised with High Intensity

Prismatic Grade retro reflectivesheeting of Type-4 as

per ASTM D-4956 and latest M.O.S.T.Specifications;

3.3 mtr long stand post of Iron Angle 75 x 75 x 6mm

/65NB Circular MS Pipe as required and frame

fabricated from suitable size iron angle of35x35x3mm;

painted with bestquality epoxy coatings in black and

white bends. the details of symbol or inscription

/numerals for each board shall be as per the

instruction of engineer in charge. The fixing at site

shall be in 1:2:4 CC block of size 45 x 45 x 60 Cms. for

each leg including excavation, curing etc.complete

under the supervision of engineer in charge. A

warranty for 7 years for the Retro reflective sheeting

from original manufacturer & a certified copy of

year outdoor exposure test report from third party

test lab for the product offered shall be submitted by

contractor. (A) Class-B Type-4 Retro Reflective

45 Cautionary Warning Sign : Providing and fixing sign 26.00 One 3808.66

boards made out of 2mm Aluminium sheet size No

90x90x90 cms. Equilateral treangle as per the design of

IRC-67-1977 pre treated with phospheting process and

acid etching coated with one coat of apoxy primer and

two coats of best quality epoxy paint reflectorised

with retro reflective sheeting as per latest MOST

specification 3.1 Mt. long stand post and frame

fabricated from suitable size iron angle of 35x35x3mm,

75x75x6mm. as required painted with best quality

epoxy coating in black and white bends the details of

symbole for each board shall be as per the instruction

of Engineer in charge the fixing at site shall be in 1:2:4

CC block of size 45x45x60cms. for each leg including

excavation curring etc. complete under the

supervision of engineer in charge (A) Engineering

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

46 Citizen's information Board. Providing and fixing of 2.00 One 10361.59

typical MMGSY information board as per instruction. No

Two MS sheets of 3 mm thick, of 900 mm x 750mm

size fixed at top & bottom duly rivetted with MS

angles of 25 x 25 x 5 mm thick M.S angle shall be

welded by two vertical M.S angle of 5 mm thick to

mm x 75 mm of 12 SWG square tubes posts duly

embedded in cement concrete M-15 grade blocks of

600mm x 600mm x 750mm, below ground level. The

letters & figure of any shade reflectorised with High

Intensity Prismatic Grade Retro Reflective Sheeting of

Type-4 as per ASTM D-4956 and latest MORD

specifications; All sections of framed posts and steel

tube will be painted with primer and two coats of

epoxy paints as per drawing Clause 1701 and

Annexure 1700.1 (10.16). (A) Class-B High intensity

Grade Retro Reflective sheeting.

47 Road Marking with Hot Applied paints with 1993.00 One 367.72

reflectorising glass beads on bitumin surface Sqm

providing and laying a hot applied thermoplasting

compund 2.5mm thick including reflectorising glass

beads @250 gm per sq.mtr area, thickness of 2.5mm is

excluding of surface applied glass beads as per IRC:35-

2015 the finished surface to be level, uniform and free

from streaks and holes, zebra

patta/bump/centerline/edge line/ cut patta. the

while color marking should provide liminance

coefficient on cement road shall be min.

mcd/m2/lux and asphalt road shall be min

mcd/m2/lux during the survice life during the date

the marking should meet the performanace criteria for

night time reflectivity, wet reflectivity and skid

resistance as mentioned in the section-15 of IRC 35-

2015 warranty for retroreflectivity shall be two years.

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

48 Cat Eye / Road Stud/RPM: Supplying Raised 1011.00 One 217.40

Pavement Markers made of polycarbonate and ABS No

moulded body and reflective panels with Micro

prismatic lens (No Glass bead lens) capable of

providing total internal reflection of the light entering

the lens face and shall support a load of 13635 kgs.

tested in accordance to ASTM D 4280 Type H and

complying to Specifications of Category A of MORTH

Circular No RW/NH/33023/10-97 D DO III Dt 11.06.

1997. The height, width and length shall not exceed

mm, 130 mm and 130 mm and with minimum

reflective area of 13 Sqcm on each side and the slope

to the base shall be 35 +/- 5 degree. The body of the

marker should having finger grip for easy and

accurate placement and application with epoxy /

bituminous Adhesive as recommended by the

manufacturer of the marker. The color of the marker

should be as per the IRC 35-2015 and as directed by

Engineer-in charge. (A) Engineer Grade

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

49 STOP SIGN:-Providing and fixing sing boards made 4.00 One 4676.06

out of 2mm aluminium sheet; size 90 x 90cms. No

rectangle as per the design of IRC-67-1977 pre

treated with phospheting process & acid teching;

coated with one coat of epoxy primer and two coats

of best quality epoxy paint; reflectorised with retro

refiective sheeting as per latest M.O.S.T.

Specifications; 3.1m long stand post and frame

fabricated from suitable size iron angle of 35 x 35 x

3mm 75x75x6mm as required; painted with best

quality epoxy coatings in black and white bends. the

details of symbol for each board shall be as per the

instruction of engineer in charge. The fixing at site

shall be in 1:2:4 CC block of size 45 x 45 x 60cms. for

each leg. including excavation curing tec. complete

under the supervision of engineer in charge. (A)

50 Direction sign (Junction board):-Providing and 4.00 One 14831.71

fixing sign boards made out of 2mm aluminium No

sheet; size 244 x 122cms. rectangle as as per the

design of IRC-67-1977 pre treated with phospheting

process & acid etching: coated with one coat of

epoxy primer and two coats of best quality epoxy

paint; reflectorised with retro refiective sheeting as

per latest M.O.S.T. Specifications; Letters and

numerals should be as per IRC-30-1968, 3.1m long (2

nos) stand post and frame fabricated from suitable

size iron angle of 50 x 50 x 5mm 75x75x6mm as

required; painted with best quality epoxy coatings in

black and white bends. the details of symbol or

inscription / numerals for each board shall be as per

the instruction of engineer in charge. The fixing at

site shall be in 1:2:4 CC block of size 45 x 45 x 60cms.

for each leg. including excavation curing etc.

complete under the supervision of engineer in

charge. (A) Engineer Grade (VR).....

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

51 Distance Informatory/ Destubatuib sign: Providing 4.00 One 10926.57

and fixing sign boards made out of 2mm aluminium No

9 sheet; size 180 x 120cms. rectangle as as per the

design of IRC-67-1977 pre treated with phospheting

process & acid etching; coated with one coat of

epoxy primer and two coats of best quality epoxy

paint; reflectorised with retro refiective sheeting as

per latest M.O.S.T. Specifications; Letters and

numerals should be as per IRC-30-1968, 3.1m long (2

nos) stand post and frame fabricated from suitable

size iron angle of 50 x 50 x 5mm 75 x 75 x 6mm as

required; painted with best quality epoxy coatings in

black and white bends. the details of symbol or

inscription / numerals for each board shall be as per

the instruction of engineer in charge. The fixing at

site shall be in 1:2:4 CC block of size 45 x 45 x 60cms.

for each leg. including excavation curing etc.

complete under the supervision of engineer in

charge. (A) Engineer Grade

52 Diversion sing board :-Providing & Fixing sign 12.00 One 6798.92

boards made out of 2mm aluminium sheet, size 180 x No

60 cms. rectangle as per the attached drawing pre

treated with phospheting process & acid etching.

coated with one coat of epoxy priemr and two coats

of best quality epoxy paint reflectorised with retro

reflective sheeting as per latest M.O.S.T.

Specifications; Letters and numerals should be as

per IRC-30-1968,3.1m long (2nos) stand post and

frame fabricated from iron angle of 35x35x3mm,

50x50x5mm painted with best quality epoxy coatings

in blak and white bends. The fixing at site shall be

in 1:2:4 CC block of size 45 x 45x 60cms for each leg,

including excavation curing etc. complete under the

supervision of engineer in charge. (A)Engineer

Item Description of Item (With brief specification and Quantity Unit Rate In Amount

No. reference to book of Specification) Figures

53 Men at work (Folding) sign :-Providing and fixing 4.00 One 1018.59

sing boards made out of 2mm aluminium sheet; size No

60 x 60x 60 cms. equilatrel as as per the attached

drawing. pre treated with phospheting process &

acid etching coated with one coat of epoxy primer

and two coats of best quality epoxy paint;

reflectorised with retro refiective sheeting as per

latest M.O.S.T. Specifications; stand post and frame

febricated as per attached drawing painted with best

quality epoxy coatings The details of symbol or in

inscription or numerals as per attached drawing (A)

Engineer Grade(VR)...

Three Crore Four Lakh Twelve Thousand Eight Hundred Two Rupees and Eighty Four Paisa

I \ We am \ are willing to carry out the work at ……………………… % above \ bellow percent ( Should

be written in figures and words ) of the estimated rate mentioned above. Amount of My \ Our tender works

* Estimated Amount * Estimated Amount

Put to tender Rs…………………… Put to tender Rs……………………

Deduct……..……..% Add……..……..%

In words………………….……………… In words………………….………………

1.The Contractor shall exhibit a board with detailed specification and details of work as directed by the

Engineer-In-Charge for which no extra payment shall be made.

2.The labour cess will be deducted as per prevailing rules i.e. 1% of the work done.

3.GST and Income tax TDS will be deducted at a source while making payments of bills

4.In all R.C.C. Items in Rate Analysis Standard Cement Consumption has been taken as per Govt. G.R.: PRC-

10/2017 Cement Consumption/16/C Date:11/05/2017 as stated in

S.O.R. therefore in R.C.C. items where there is a change as per actual mix design the cost

of difference of cement consumption have been deducted from the rate of original item at the rate of input

rate mentioned in all the tender.

NOTE: Amount Rs.505059 Of Dismentalled materials shall be recovered from 1st R.A. bill of Contractor at once.

Signature of Contractor.

Deputy Executive Engineer Executive Engineer

Panchayat R&B Sub Division Panchayat R&B Division

Junagadh-2 Junagadh